Working pressure rating for cast iron (C.I.) water mains Identify the typical maximum working pressure (approximate) to which C.I. pipes may be subjected in traditional practice.

Civil Engineering Water Supply Engineering Difficulty: Easy
Choose an option
  • A
    3 kg/cm^2
  • B
    5 kg/cm^2
  • C
    7 kg/cm^2
  • D
    10 kg/cm^2
  • E
    12 kg/cm^2

Answer

Correct Answer: 7 kg/cm^2

Explanation

Introduction / Context:Pipe classes are chosen to withstand internal pressure plus surge allowances. Traditional cast iron mains have long been rated by nominal internal pressure capability tied to wall thickness/class.

Given Data / Assumptions:

  • Typical historical classes for C.I. water mains in municipal distribution.
  • Working (steady) pressure, not transient surge.

Concept / Approach:Widely cited values for C.I. mains place the upper range of routine working pressures around 7 kg/cm^2 (approximately 0.7 MPa), with selection depending on diameter, class, and safety margins for transients.

Step-by-Step Solution:

Relate pressure class to practical municipal ranges (3–7 kg/cm^2 are common).Identify the upper typical working pressure for many C.I. networks: about 7 kg/cm^2.

Verification / Alternative check:Historical specifications and catalogs list similar limits for standard C.I. classes; ductile iron extends capability beyond these values as needed.

Why Other Options Are Wrong:

  • 3 or 5 kg/cm^2 may be too conservative for many trunk mains.
  • 10 or 12 kg/cm^2 exceed typical C.I. classes used widely without special design.

Common Pitfalls:Not accounting for surge; even at 7 kg/cm^2 steady pressure, surge control (air valves, surge tanks) is vital.

Final Answer:7 kg/cm^2

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